1. STAAD SPACE
INPUT FILE: KHADI KHAD BRIDGE slab.STD
2. START JOB INFORMATION
3. ENGINEER DATE 31-MAY-14
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 7 8.4 0 0;8 1.6 0 0; 9 4.2 0 0; 10 6.8 0 0
9. MEMBER INCIDENCES
10. 1 1 8; 2 8 9; 4 10 7
11. DEFINE MATERIAL START
12. ISOTROPIC CONCRETE
13. E 2.17185E+007
14. POISSON 0.17
15. DENSITY 23.5616
16. ALPHA 1E-005
17. DAMP 0.05
18. END DEFINE MATERIAL
19. CONSTANTS
20. MATERIAL CONCRETE ALL
21. MEMBER PROPERTY
22. 1 TO 4 PRIS YD 0.26 ZD 1
23. SUPPORTS
24. 8 TO 10 PINNED
25. LOAD 1 LOADTYPE DEAD TITLE LOAD CASE 1
26. MEMBER LOAD
27. 1 TO 4 UNI GY -6.5
28. 1 UNI GY -8.4 0 0.45
29. 4 UNI GY -8.4 1.15 1.6
30. 4 UNI GY -1.56 0 1.15
31. 3 UNI GY -1.56 0 2.6
32. 2 UNI GY -1.56 0 2.6
33. 1 UNI GY -1.56 0.45 1.6
34. LOAD 2 LOADTYPE DEAD TITLE LOAD CASE 2
35. MEMBER LOAD
36. 2 UNI GY -51.43 0 1.215
37. 1 UNI GY -51.43 1.335 1.6
38. 3 UNI GY -50.39 0     0.68
39. 2 UNI GY -50.39 1.8   2.6
40. LOAD 3 LOADTYPE DEAD TITLE LOAD CASE 3


41. MEMBER LOAD
42. 2 UNI GY -48.86 0 1.47
43. 1 UNI GY -48.46 1.58 1.6 
44. 2 UNI GY -56.81 O 0.93
45. 2 UNI GY -56.81 2.05 2.6
46. LOAD 4 LOADTYPE DEAD TITLE LOAD CASE 4
47. MEMBER LOAD 
48. 2 UNI GY - 46.72 0.325 1.74
49. 3 UNI GY -51.89 0 1.2
50. 2 UNI GY -51.89 2.3 2.6 
51. LOAD 5 LOADTYPE DEAD TITLE LOAD CASE 5
52. MEMBER LOAD
53. 2 UNI GY -45.99 0.49 1.96
54. 3 UNI GY -48.74 0 1.44
55. 2 UNI GY -48.74 2.55 2.6
56. LOAD 6 LOADTYPE DEAD TITLE LOAD CASE 6
57. MEMBER LOAD
58. 2 UNI GY -46.17 .72 2.23
59. 3 UNI GY -46.88 0.21 1.7
60. LOAD 7 LOADTYPE DEAD TITLE LOAD CASE 7
61. MEMBER LOAD
62. 2 UNI GY -27.1 0.98 2.46
63. 3 UNI GY -26.37 0.45 1.90
64. LOAD 8 LOAD TYPE DEAD TITLE LOAD CASE
65. MEMBER LOAD
66. 2 UNI GY -51.36 0 1.23
67. 1 UNI GY -51.36 1.32 1.6
68. 3 UNI GY -70.51 0 O.56
69. 2 UNI GY -70.51 2 2.6
70. LOAD 8 LOAD TYPE DEAD TITLE LOAD CASE
71. MEMBER LOAD
72. 2 UNI GY -51.36 0 1.48 
73. 1 UNI GY -51.36 1.58 1.6
74. 3 UNI GY -40.44 0 0.81
75. 2 UNI GY -40.44 1.91 2.6
76. LOAD 8 LOAD TYPE DEAD TITLE LOAD CASE
77. MEMBER LOAD
78. 2 UNI GY -51.36 0.23 1.73
79. 3 UNI GY -56.36 0 1.06
80. 2 UNI GY -56.3 2.16 2.6
81. LOAD 8 LOAD TYPE DEAD TITLE LOAD CASE
82. MEMBER LOAD
83. 2 UNI GY -51.36 0.48 1.98
84. 3 UNI GY -41.82 0 1.31
85. 
86. LOAD 8 LOAD TYPE DEAD TITLE LOAD CASE
87. MEMBER LOAD
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91. MEMBER LOAD
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171. MEMBER LOAD
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